CN2729221Y - Telescopic support for placing concrete floor - Google Patents

Telescopic support for placing concrete floor Download PDF

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Publication number
CN2729221Y
CN2729221Y CN 200420070674 CN200420070674U CN2729221Y CN 2729221 Y CN2729221 Y CN 2729221Y CN 200420070674 CN200420070674 CN 200420070674 CN 200420070674 U CN200420070674 U CN 200420070674U CN 2729221 Y CN2729221 Y CN 2729221Y
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CN
China
Prior art keywords
outer tube
millimeters
length
hole
tube wall
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 200420070674
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Chinese (zh)
Inventor
金兴文
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Individual
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Individual
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Priority to CN 200420070674 priority Critical patent/CN2729221Y/en
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Publication of CN2729221Y publication Critical patent/CN2729221Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a telescopic support for placing concrete floor, comprising inner and outer two steel tubes which are sheathed together. The lower end of the outer tube and the upper end of the inner tube are respectively provided with end panels which are vertical to the shaft lines of the tubes. The end panels are provided with connecting holes, and the inner tube wall is uniformly provided with radial through holes along the length direction of the inner tube. The upper segment tube wall of the outer tube is provided with external threads, and the external threads are screwed with a nut. The upper segment tube wall of the outer tube, which is provided with the external threads, is provided with a radial long strip through hole along the length direction of the outer tube. The length of the long strip through hole is the sum of the distances of the adjacent holes of the inner tube wall and the diameters of the through holes. The radial through holes of the inner tube wall and the outer tube wall are penetrated with pin rods. The length of the pin rod is equal to or a bit longer than the external diameter of the nut. The utility model replaces wood with steel as the support, protecting wood materials with no wood be consumed, being favorable to the ecological balance of human's livingenvironment. The utility model has consistent shape, adjustable length, suitable use in constructional floors of different heights, and convenient supporting, being able to be recycled to use, with reduced constructional cost, strong intensity and safe use.

Description

Concrete floor cast telescopic prop
Technical field
The utility model relates to a kind of concrete floor cast telescopic prop.
Background technology
The floor of each interlayer of building is in the concrete pouring of scene, building site.In the prior art, when the fluid concrete floor, do the cast of shore supports template with rod mostly, make pillar, consume a large amount of timber with rod, because each interfloor height of building is not quite similar, rod is difficult for recycling, and the expense of construction is improved, and uses timber in a large number, waste the forest reserves, be unfavorable for the ecological homeostasis of human habitat; The shape of rod is not the same, props up immediately also inconvenience at the scene, and the intensity of rod neither be very big, also can cause danger sometimes.
Summary of the invention
The purpose of this utility model is in order to overcome above-mentioned deficiency, to propose a kind of shape unanimity made from steel pipe, at the scene Zhi Lifang just, the concrete floor cast telescopic prop that intensity is big.
The utility model is realized with the following method.
Concrete floor cast with telescopic prop have being nested together of matching in, outer two steel pipes, the lower end of outer tube and the upper end of interior pipe have end plates respectively, the axis of end plates and pipe is perpendicular, the connecting hole that matches is arranged on the end plates, on the tube wall of interior pipe, length direction along interior pipe is evenly equipped with radial direction through hole, on the epimere tube wall of outer tube external screw thread is arranged, be rotary with nut on the external screw thread, have on the externally threaded epimere tube wall at outer tube, radially strip through hole along the outer tube length direction is arranged, the length of strip through hole be on the inner tubal wall adjacent radial through-hole spacing from an inner tubal wall on the through-hole diameter sum, be installed with pin rod in the radial direction through hole on radially strip through hole on the outer tube wall and the inner tubal wall, the length of pin rod is equal to or slightly greater than the external diameter of nut.
On the tube wall of pipe and outer tube radial direction through hole is arranged in of the present utility model, can be installed with in the radial direction through hole and connect pin rod and interior pipe and outer tube are coupled together become concrete floor and pour into a mould and use telescopic prop, be evenly equipped with a plurality of radial direction through hole on the tube wall of interior pipe, some through holes on the selection inner tubal wall communicate with the strip through hole on the outer tube wall and penetrate pin rod, the adjustable concrete floor cast length of telescopic prop, swivel nut promotes the pin rod in the through hole, can finely tune the length of concrete floor cast with telescopic prop.
During use, look the distance of the upper and lower interlayer of construction building, the different through holes that connect inner and outer pipe with pin rod are regulated the length of concrete floor cast with telescopic prop, concrete floor cast propped up with telescopic prop stand in the upper and lower interlayer of building and be used for support shuttering, the slight distance of upper and lower interlayer can be regulated by swivel nut.
The utility model for the carpentery workshop pillar, does not consume timber with steel, has protected the forest reserves, helps the ecological homeostasis of human habitat; Length of the present utility model can be regulated, can be suitable in the construction floor of differing heights, using, shape unanimity of the present utility model, prop up very convenient immediately at the scene, use up easily recycling of back, can reduce operating expenses, the utility model is to make with steel, intensity is bigger, and is safe in utilization.
Below in conjunction with accompanying drawing, the utility model is further described.
Description of drawings
Fig. 1 is that the concrete floor cast is cutd open schematic diagram with the master office of looking of telescopic prop;
Fig. 2 is that schematic diagram cuts open in the side-looking office of Fig. 1;
Fig. 3 is the schematic top plan view of Fig. 1.
The specific embodiment
Fig. 1, Fig. 2, among Fig. 3, concrete floor cast with telescopic prop have being nested together of matching in, outer two steel pipes 1,2, the upper end of interior pipe and the lower end of outer tube have end plates 3 respectively, 4, the axis of end plates and pipe is perpendicular, the connecting hole 5 that circular hole 11 is arranged on the end plates and match, on the tube wall of interior pipe, length direction along interior pipe is evenly equipped with radial direction through hole 6, on the epimere tube wall of outer tube external screw thread 7 is arranged, be rotary with nut 8 on the external screw thread, have on the externally threaded epimere tube wall at outer tube, radially strip through hole 9 along the outer tube length direction is arranged, the length of strip through hole be on the inner tubal wall adjacent radial through-hole spacing from an inner tubal wall on the through-hole diameter sum, be installed with pin rod 10 in the radial direction through hole on radially strip through hole on the outer tube wall and the inner tubal wall, the length of pin rod is equal to or slightly greater than the external diameter of nut.
The external diameter of pipe can be 50~100 millimeters in above-mentioned, and the external diameter of outer tube can be 55~110 millimeters, and the internal diameter of outer tube is bigger 0.5~10 millimeter than the external diameter of interior pipe.The length of interior pipe can be 1.6~2.5 meters, and the length of outer tube can be 1.5~2.0 meters, and the length of interior pipe is bigger 0.1~0.5 meter than the length of outer tube.The distance of adjacent through-holes can be 100~200 millimeters on the inner tubal wall, preferably 120 millimeters, 140 millimeters, 150 millimeters, 160 millimeters or 180 millimeters.

Claims (5)

1. a concrete floor is poured into a mould and is used telescopic prop, it is characterized in that: have being nested together of matching in, outer two steel pipes, the lower end of outer tube and the upper end of interior pipe have end plates respectively, the axis of end plates and pipe is perpendicular, the connecting hole that matches is arranged on the end plates, on the tube wall of interior pipe, length direction along interior pipe is evenly equipped with radial direction through hole, on the epimere tube wall of outer tube external screw thread is arranged, be rotary with nut on the external screw thread, have on the externally threaded epimere tube wall at outer tube, radially strip through hole along the outer tube length direction is arranged, the length of strip through hole be on the inner tubal wall adjacent radial through-hole spacing from an inner tubal wall on the through-hole diameter sum, be installed with pin rod in the radial direction through hole on radially strip through hole on the outer tube wall and the inner tubal wall, the length of pin rod is equal to or slightly greater than the external diameter of nut.
2. by the described concrete floor cast of claim 1 telescopic prop, it is characterized in that: the external diameter of pipe is 50~100 millimeters in described, the external diameter of outer tube is 55~110 millimeters, and the internal diameter of outer tube is bigger 0.5~10 millimeter than the external diameter of interior pipe, the length of interior pipe is 1.6~2.5 meters, the length of outer tube is 1.5~2.0 meters, and the length of interior pipe is bigger 0.1~0.5 meter than the length of outer tube.
3. use telescopic prop by claim 1 or 2 described concrete floor cast, it is characterized in that: the distance of adjacent through-holes is 100~200 millimeters on the described inner tubal wall.
4. use telescopic prop by claim 1 or 2 described concrete floor cast, it is characterized in that: the distance of adjacent through-holes is 120 millimeters, 140 millimeters, 150 millimeters, 160 millimeters or 180 millimeters on the described inner tubal wall.
5. use telescopic prop by the described concrete floor cast of claim 3, it is characterized in that: the distance of adjacent through-holes is 120 millimeters, 140 millimeters, 150 millimeters, 160 millimeters or 180 millimeters on the described inner tubal wall.
CN 200420070674 2004-09-20 2004-09-20 Telescopic support for placing concrete floor Expired - Fee Related CN2729221Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200420070674 CN2729221Y (en) 2004-09-20 2004-09-20 Telescopic support for placing concrete floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420070674 CN2729221Y (en) 2004-09-20 2004-09-20 Telescopic support for placing concrete floor

Publications (1)

Publication Number Publication Date
CN2729221Y true CN2729221Y (en) 2005-09-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420070674 Expired - Fee Related CN2729221Y (en) 2004-09-20 2004-09-20 Telescopic support for placing concrete floor

Country Status (1)

Country Link
CN (1) CN2729221Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102022001A (en) * 2010-12-28 2011-04-20 北京中铁房山桥梁有限公司 Integrated binding and locating device of single-box double-chamber full span box girder reinforcing steel bar
CN102695839A (en) * 2009-12-14 2012-09-26 Peri有限公司 Telescopic structural support
CN101542054B (en) * 2006-10-23 2013-11-20 多卡工业有限责任公司 Support for the building industry and method for the production of a pipe of a support for the building industry
CN104404892A (en) * 2014-11-21 2015-03-11 曹宁宁 Telescopic pipe section connecting device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101542054B (en) * 2006-10-23 2013-11-20 多卡工业有限责任公司 Support for the building industry and method for the production of a pipe of a support for the building industry
CN102695839A (en) * 2009-12-14 2012-09-26 Peri有限公司 Telescopic structural support
CN102695839B (en) * 2009-12-14 2015-01-21 Peri有限公司 Telescopic structural support
CN102022001A (en) * 2010-12-28 2011-04-20 北京中铁房山桥梁有限公司 Integrated binding and locating device of single-box double-chamber full span box girder reinforcing steel bar
CN104404892A (en) * 2014-11-21 2015-03-11 曹宁宁 Telescopic pipe section connecting device

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee